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Inver Grove Heights BORING NUMBER S-11 <br /> rA') 6160 Carmen Avenue East PAGE 1 OF 1 <br /> Inver Grove Heights, MN 55076 <br /> NTI- <br /> P.651-389-4191 <br /> T[p1XQ40Gl@S,LLC www.NTigeo.com <br /> CLIENT City of Ramsey PROJECT NAME Alpine and Sunwood Drive-Street Improvements <br /> PROJECT NUMBER 16.61770.100 PROJECT LOCATION Ramsey, MN <br /> DATE STARTED 11/8/16 COMPLETED 11/8/16 GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in. <br /> DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: <br /> DRILLING METHOD 3 1/4 in H.S.A a AT TIME OF DRILLING 9.50 ft/Elev 90.50 ft <br /> LOGGED BY Robert Hawkins CHECKED BY DAS AT END OF DRILLING - <br /> CAVE IN(ft) 4 FROST DEPTH(ft) --- AFTER DRILLING --- <br /> NOTES Elevation assumed 100.0 Feet. <br /> ATTERBERG <br /> Lu o z w o LIMITS <br /> U of >- ��j w <br /> of <br /> Lu of D � <br /> ED Q O MATERIAL DESCRIPTION ED > OJ Q w N Q U)Lu U X z <br /> a 0 ry a� 0� m0> U� } OZ O� Q� �pLL <br /> U <Z Lu UZ 0 0_ �0 �J ::j <br /> QZ <br /> 0 � d 0 U <br /> d <br /> BITUMINOUS PAVEMENT(4.8 Inches) AU <br /> POORLY GRADED SAND WITH SILT,(SP-SM)brown 1 <br /> -72.0 to dark brown,fine to medium grained,moist,trace 98.0 <br /> gravel SS 89 3-4-5 <br /> (Fill) 2 (g) <br /> POORLY GRADED SAND, (SP)light brown,fine to <br /> medium grained,moist, medium dense to very loose, <br /> 5 trace gravelSS 3-3-3 <br /> 94 5 <br /> (Alluvial) 3 (6) 4 <br /> SS 83 2-2-2 <br /> 4 (4) <br /> 9.5 90.5 <br /> 10 - POORLY GRADED SAND WITH SILT,(SP-SM)brown SS 3-3-4 <br /> 11.0 to light brown,fine to medium grained,saturated,loose, 89 0 5 78 (7) <br /> trace gravel <br /> (Alluvial) <br /> Bottom of borehole at 11.0 feet. <br /> Q <br /> s <br /> ry <br /> Q <br /> Q <br /> Q <br />